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MLS _-cI — ' 1..v boo•-,1. 'b,5-t.-1'130-t')o)-4 . 1'-
<br /> o141,.,1 430,z. - (43" I1)'Lo7a"n114. 'c:1eac.-- °L 5a.4
<br /> '1 S* - N.4 it-1‘.,14- -`EA.`_� 3) �� 1�i4_t.)_)-5,.1---c _t514 1 LO N,>o.
<br /> lx-iz Ary E -co ►►x�., )>,+.V l•C•�7 '•i u 5" crcr4.1�-•ll� �._3(� _1'�iY'i-'S- - u��o),A.___ prc.,'F)��
<br /> vi `' 0,11‘....51. 1 i _ 19 314 '�-1 e- .°(pis
<br /> )(-11)401CrS' 00. 4_''V4'S __'IS S1yd ,(1.4 = 100 tu.'yv -)
<br /> �-k1N"FI)-t-b__. .' 4A_' - 37.51bs 'H8•) P a .o
<br /> 11'_)..••.___f:••••.^ ._t.}Ay_ 'S C V '1 r ._ -4 rh
<br /> n1s-Sof., `� S(y i - - 0• A,- r-,
<br /> 18 - .? r)
<br /> ' -
<br /> SET- BACKS �.s ��ti`}�.�
<br /> 9�.7 -3 S '-
<br /> .,.`1%,44>,,,,,c-1.11....a
<br /> HOUSE System must be: _
<br /> Tank ' from property fines is v r ��xk\._ 0
<br /> 1 ' P\-I1 >. V1-' f ---
<br /> .5c1 from wells
<br /> ao from•bldgs. -w 41 .ov AA— Co )S 1
<br /> Treatment area —I from lakes, _'streams
<br /> Treatment area �2 from property lines >�•o< r� o1v,aA-f-og )0'
<br /> - elatitro+.. . _�4x.l4." L22'from wells s „c" so ll'4 s�
<br /> 134CKFre- t_ aLfrom bldgs.
<br /> I 1=1►1 L'from trees ate:Power supply and switches must be in a weather SOIL BORING ELEVATIONS
<br /> )11..F.-vv)-F-- . proof endosure- Outside:pumping chamber pin 0i'c.- Sc '..,
<br /> min. -_ • NE ---------� 9 e. -to ola.co
<br /> THI EL.-9°3.10 9').`3
<br /> �,os�►�b = --a.. pe:_-___; �- 3 1 Le3 %sk,pe
<br /> oW °°°�+� 1eonk Tank 13 N TH"3 EL.- 7 9 to '`�
<br /> Dcdp to Tank S " *)%-11.-s�- TH 4 EL-�lai•C7 9l.-O
<br /> Min:l"to 8' - Pumping 9'6.3t-st:.,-5-1-ow, Tkl. €k..-
<br /> Mi.rto 4'
<br /> • re ' fSiZ '. ELEVATION
<br /> at PROPOSED PUMPING
<br /> 4"to 6"dia.pipe 1Sootp,>• a CHAMBER •
<br /> •_
<br /> 405S8wv F1....0 _ 1.114_e
<br /> SYSTEM DESIGN 14-. N u,A 51e — °I-S,,
<br /> TYPE--j,3 BEDROOM - Percolation rote '• min./inch (design 3)-1-4.5-mit/inch) a"D s a• .)'a .
<br /> Treatment area required w/j' of rock filter material" +10% =90osq.ft. of trench bottom •
<br /> Number of tanks requiredL• , 1st tank)So o goL2nd tank - gal. ninimums
<br /> yr-1ril_ G4I-A-w\•g- 'P v S- -. 00.4.,)••.1'"'r6 14 '15-47 4Zr- )°°0 '?,1 mos i,►s\, L1a'Aw15*'C `.t.
<br /> Clean rode cu.yds. (3/4"to 2 V2"dia.,includes 2"above pipe) PROPERTY OF:(-X K-OU± 11-4,ZA-o51G 1
<br /> !o '11mOC=
<br /> Pumping chamber capacity= 25% of daily sewage flow of,ASO-gd.=9S•gait Reserve.stomge9 d.+ Pipe bade drainage gal= - gal.cop. yon SO. O`,V kN.e_1 - MnhL Po
<br /> . -c.v.,« �r+,.k „ . Ti--s a-QQ,,S)n a� efs 15 - ,S00 er.iu.p.
<br /> p�.�)..to t� >`-1 \kms U .6o.
<br /> - ( Reserve storage = gal/bedroom=9 i o•gal. t pipe bock drainage-IS gd./IOO6n.ft.3 pipe- length of pipe needed app__ft :_gal.)
<br /> Pulvh r yr ' Pump size 11 Z hp w/mercury float pump controls Seo 14 1 F' S , •- "13_.51 w,,.l._ _-
<br /> "F>,w)� ++•.5.. -_ _ I13 I l q ► )4 Li Li -s 1 J i' 11• S—P TESTING / .
<br /> - W i 111-#130‘.. Note: When constructing bed - , this area should.be shaped Note: Distance from treatment area tonei iboring wells— Designed By:. 1.-.---- �'
<br /> to divert run-off from entering treatment area. 1...,-"er.44-<-0.e.- -114-• //48.k 100
<br /> Date 2/x/0 , PH. 612-497-3566
<br /> 3
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